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<br /> PIP 7 Welds - B FORMLOKTM
<br /> 4 Welds--N, .).s. ///p.... .. ..._,
<br /> C'/s in. (89 mml TOTAL SLAB DEPTH •
<br /> NO ormaall Wel ht Concrete) ■
<br /> 7. 4 4v�pcf (2,320 kg/m1
<br /> 30.6 psf (1,465 N/m2)
<br /> Galvanized or Phosphatized/Painted
<br /> r a 1/) V IV /7- g iv j 7- Deck Weight and Section Properties
<br /> U • N/rn2) Properties per ft r(w,.oo•WitiTh• Allowable Reactions per ft(m)of Width(lb,N)
<br /> ID Gage Galv Phos/
<br /> i +S S End Bearing Interior Bearing
<br /> G60 Painted in.4 in.3 in.3 2" 3" 4" 3" 4"
<br /> IIIIII Z180 mm4 mm3 mm3 51 mm 76 mm 102 mm 76 mm 102 mm
<br /> Vib 182.9 2.8 0.302 0.322 0.335 1226 1407 1588 3062 3551
<br /> 138.9 134.1 412,408 17,312 18,011 17,892 20,534 23,175 44,687 51,823 En
<br /> 0111 _
<br /> 3.5 3,4 0.377 0.411 0.417 2208 2484 2761 4789 5266 i Z ca
<br /> 11111 167.6 162.8 514,827 22,097 22,419 32,223 36,251 40,294 69,890 76,851 !5
<br /> -
<br /> lia 1'740 R.11,1 C NOT rZE ,. Allowable Superimposed Loads (psf, kN/m2)
<br /> • 0 c Span(ft-in,, mm)
<br /> • rssn 6'-0" 6'-6" 7'-0" 7'-6" 8'-0" 8'-6" 9'-0" 9'-6" 10'-0" 10'-6" 11'-0"
<br /> 1,830 1,980 2,130 2,290 2,440 2,590 2,740 2,900 3,050 3,200 3,350
<br /> 0.111 1 298 261 230 205 , 184 137 122 108 97 87 78
<br /> to 14.3 12.5 11.0 8.8 6.6 5.8 5.2 4.6 4,2 3.7
<br /> ii 1 8 2 298 261 230 205 184 167 152 108 97 87 78
<br /> 14.3 12.5 11.0 9.8 8.8 8.0 7.3 5.2 46 4.2 3.7
<br /> • ,� 3 298 261 230 205 184 167 152 138
<br /> 6.6 127 87 78
<br /> 14.3 12.5 11.0 9.8 8.8 8.0 7.3 6.1 4.2 3.7
<br /> Pi 1 298 260 230 205 184 166 151 108 96 86 78
<br /> Fa 14.3 12.4 11.0 9.8 8.8 7.9 7.2 52 4.6 4.1 3,7
<br /> 1 fi 2 298 260 230 205 184 166 151 138 127 86 78
<br /> 14.3
<br /> 12.4 11.0 9.8 8.8 7.9 7.2 6.6
<br /> 6.1 4,1 3.7
<br /> 3 Ili
<br /> 298 260 230 205 184 166 151 138 127 117 108
<br /> Mi 14.3 12.4 11.0 9.8 8.8 7_9 7 6.66.1 5.6 5.2
<br /> Mk Shoring required in shaded areas to right of heavy line
<br /> - -�
<br /> A Diaphragm Shear Values, q (plf, kN/m) and Flexibility Factors, F((inJlb)x106,(mm/N)x106)
<br /> A o) a Span(ft-in.,mm)
<br /> A m 76 6'_0'' 6-6" 71-0" 7'-61 8'-0" 81-6" •9'-0" 9'-6" 10,-0" 10'-6" 11'-0"
<br /> o
<br /> 1,830 1,980 2,130 2,290 2,440 . 2,590 2,740 2,900 3,050 3,200 3,350
<br /> A q4 2045 1985 1930 1885 1845 1810 1780 1750 1725 1705 1685
<br /> 29.84 28.97 28.17 27.51 26.93 26.41 25.98 25.54 25.17 24.88 24.59
<br /> PIO
<br /> 0.32 0.33 0.34 0.35 0.35 0.36 0.37 0.37 0.38 0.38 0.39
<br /> F4 1.8 1.9 1.9 2.0 2.0 2.1 2.1 2.1 2.2 2.2 2.2
<br /> A q7 2380 2295 2220 2155 2095 2050 2005 1965 1930 1895 1865
<br /> 34.73 33.49 32.40 31.45 30.57 29.92 29.26 28.68 28.17 27.66 27.22
<br /> F7 0.27 0.28 0.29 0.30 0.31 0.32 0.33 0.33 0.34 0.34 0.35
<br /> 1.5 1.6 1.7 1.7 1.8 1.8 1.9 1.9 1.9 1.9 2.0
<br /> 2215 2140 2070 2015 1965 1920 1880 1845 1815 1785 1760
<br /> G4 32.33 31.23 30.21 29.41 28.68 28.02 27.44 26.93 26.49 26.05 25.69
<br /> 0.26 0.27 0.28 0.29 0.30 0.30 0.31 0.32 0.32 0.33 0.33
<br /> 1.5 1.5 1.6 1.7 1.7 1.7 1.8 i.8 1.8 1.9 1.9
<br /> a,1 1s F4
<br /> q7 2635 2525 2430 2350 2280 2215 2160 2110 2065 2025 1990
<br /> i 38.45 36.85 35.46 34.30 33.27 32.33 31.52 30.79 30.14 29.55 29.04
<br /> F7
<br /> 0.22 0.23 0.24 0.25 0.26 0.26 0.27 0.28 0.28 0.29 0.29
<br /> 1.3 1.3 1.4 1.4 1.5 1.5 1.5 1.6 1.6 1.7 1.7
<br /> Catalog VF1 VERCO MAN FACTURING CO. c 35
<br /> 3
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